Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date12 Nov 2024
Closing Soon26 Nov 2024
Tender Amount₹ 13,89,000
Costs
EMD
₹ 27,780Document Cost
₹ 600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PHE_264287_1Tender No
e-NIT No. 61 of 2024-25 Dated. 12-11-2024Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://http://jkphedwaterbilling.com/
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BOQ Items
Earth work in excavation by manual means over areas (exceeding 30cm and upto 1.5m in depth, 1.5 m in width as well as 10 sq meter on plan including disposal of earth to be leveled and neatly dressed 25m (All kinds of soils )
533.8
436
232736.8
63 MM HDPE
1000
159
159600
40mm dia
400
386
154420
32mm dia
500
298
149075
25mm dia
600
249
149400
20mm dia
500
182
91325
15mm dia
800
144
115520
Returning/refilling the available excavated soil as required in layers not exceeding 20 cm in depth excluding consoilidation each deposited layer by ramming, watering etc.
351.85
163
57685.81
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
2.49
4419
11005.43
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)
2.7
6624
17886.96
Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size
4.1
8552
35066.69
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering,finishing and reinforcement with 5.3.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
0.83
8953
7431.78
Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with: 5.5.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
1.53
9458
14471.74
Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc
54.73
573
31406.81
Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers.
8.01
502
4027.83
Centering and shuttering including strutting, propping etc. and removal of form for: Arches, domes, vaults upto 6 m span
15.7
2086
32762.76
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and medium tensile steel bars
644
78
50586.2
12 mm cement plaster finished with a floating coat of neat cement mix (1:3) 1 cement : 3 fine sand.
52.66
343
18101.88
Steel work welded in built up section / framed work including cutting hoisting fixing in position complete and applying a priming coat of approved steel primer. =01 No.
1
1275
1275
Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone
3.75
2355
8834.81
Carriage of Cement from nearest source to road side from Avvg. Of 40 km by M.T
4.58
464
2127.82
Carriage of Sand from nearest source to road side from Avvg. Of 20 km by M.T
5.74
349
2007.97
Carriage of Stone agg 20mm from nearest source to road side from Avvg. Of 20 km by M.T
7.78
349
2721.6
Carriage of Stone agg 40mm from nearest source to road side from Avvg. Of 20 km by M.T
2.22
380
844.18
Carriage of Steel from nearest source to road side from Avvg. Of 40 km by M.T
0.64
464
297.34
Carriage of material from road side to site of work for an av. Distance of 01 km by head load. Cement
4.59
400
1837.44
Sand=
5.74
937
5381.71
Agg 20mm=
7.78
937
7294.37
Agg 40mm=
2.22
1013
2250.1
Steel=
0.64
860
550.48
Carriage of Stone from source to site of work for an av. Distance of 01 Km. by head load.
3.18
1102
3507.48
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